• Title/Summary/Keyword: Design-time history

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A Study on 3D Animation as total Art (총체적 예술로서의 3D Animation에 대한 연구)

  • 최성원
    • Archives of design research
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    • v.16 no.3
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    • pp.33-40
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    • 2003
  • With the view of an art history, 3D Animation is one of the media that was anxiously solved the issue of time and space by traditional painters, however it still could not acquire the proper position in the art field due to compromising commercialism. This is the result of devaluating for the possibility of art itself and it is only a matter of the range to apply 3D animation. In order to obtain a proper position for an art genre, previously it can be focused on how to visualize the 3D animation from our perceptions. 3D animation should not ding to the realism, it can be understand in the way of a narrative relation between the description of objects and the objects itself, further more it will be illustrated as whole units. After the aesthetical reflection, 3D animation production can be defined as an art genre and also independent from commercialism. Therefore this paper is the first step for improving 3D animation as an art and trying to discuss the way to observe 3D animation.

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Study on Creative Materials of Digital Contents Using Traditional Culture of Art School of PyongYang Ki-Saeng and Ki-Saeng of Chosun Age (조선기생 및 평양기생학교에 관한 전통문화의 디지털콘텐츠 창작소재에 관한 연구)

  • Joo, Jung-Kyu
    • Journal of Korea Game Society
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    • v.5 no.1
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    • pp.45-52
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    • 2005
  • This paper is re-lighting(reputation) that Ki-saeng is a artist in Chosun age to concern with history, social lives, role, art school of Ki-saeng and Ki-saeng and also is re-light and analysis educate system, rules, curriculum, time table of teaching, graduated album, photos of art school of Pyongyang Ki-saeng. And the using these traditional culture materials of Ki-saeng can create various digital contents of game contents, animation, drama, film and characters. Specially, it is propose to use culture contents that creation and pick out of beauty, talent, social system and art school of Ki-saeng in Chosun age willing to use concept design, scenario of game, animation, drama and film etc.

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A Study for the Characteristics of Men' Costume Style on Contemporary Fashion - Focusing on Metrosexual Phenomena - (현대 패션에 나타난 남성복 스타일 특성에 관한 연구 - 메트로섹슈얼 현상을 중심으로 -)

  • Lee, Un-Young;Byun, Mi-Yeon;Lee, In-Seong
    • Journal of the Korea Fashion and Costume Design Association
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    • v.8 no.2
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    • pp.125-133
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    • 2006
  • Metro-Sexual is one of the most representing case showing contemporary life style of men that rooted into public already. The fundamental feature of this Metro-Sexual is the conversion of men's costume style to womanness which also could be seen from the history of clothes. The former works about sexual image, expression of sexual identity, androgynous and borderless phenomenon have been referred as base of this work. To analyze Metro-Sexual in modern social/cultural factors through such existing works will be critical part of understanding entire fashion trend in this day beyond sexual limit. As research method, former works, references, various fashion magazines and fashion related sites was used to grasp conception and womanity of Metro-Sexual. In a limited time interval from $2001{\sim}2006$ for practical work, silhouette, detail, trimming, colors, items, patterns and accessories were analyzed selected from famous S/S, F/W men's fashion collection magazine and internet site of professional fashion institute. It is obvious that Metro-Sexual already spread out in men's fashion based on such social/cultural background as new century's icon that regarded as critical factor in researching contemporary men's fashion and of the future.

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A Study on the Characteristics of the System of the US Health Care Facility Guidelines (미국 보건의료시설 가이드라인의 체계 특성 연구)

  • Lee, Seung Ji;Kim, Mi Ae
    • Journal of The Korea Institute of Healthcare Architecture
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    • v.25 no.4
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    • pp.37-45
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    • 2019
  • Purpose: At the time of consensus on the necessity of appropriate guidelines for health care facilities suitable for Korea, the paper aimed to analyze the characteristics in the aspect of the system of the US Health Care Facility Guidelines(FGI Guidelines) and to suggest implications. Since the system is significant for the guidelines to be socially accepted and operated, this study focuses on the system. Methods: Literature studies focusing on the analysis of prior studies and the 2018 edition of the FGI Guidelines were conducted. Results: As a result of reviewing the history and outline of the FGI Guidelines, the derived characteristics of the system were governance, procedure, and composition. First, it had multi-layered organization and multidisciplinary members. Secondly, the focus is on the procedure of gathering opinions from industry and the public. Third, the Guidelines have been continuously evolving to reflect the needs of the times and changes in the medical environment, and the content framework and method of writing are user-friendly in order to prevent confusion caused by vast contents. Implications: First, we need to consider the composition of a private organization to prepare Korean health care facility guidelines. Second, it needs a system that can induce the participation of multidisciplinary experts. Third, a comprehensive and user friendly guideline needs to be constructed.

Evaluation of numerical procedures to determine seismic response of structures under influence of soil-structure interaction

  • Tabatabaiefar, Hamid Reza;Fatahi, Behzad;Ghabraie, Kazem;Zhou, Wan-Huan
    • Structural Engineering and Mechanics
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    • v.56 no.1
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    • pp.27-47
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    • 2015
  • In this study, the accuracy and reliability of fully nonlinear method against equivalent linear method for dynamic analysis of soil-structure interaction is investigated comparing the predicted results of both numerical procedures with the results of experimental shaking table tests. An enhanced numerical soil-structure model has been developed which treats the behaviour of the soil and the structure with equal rigour. The soil-structural model comprises a 15 storey structural model resting on a soft soil inside a laminar soil container. The structural model was analysed under three different conditions: (i) fixed base model performing conventional time history dynamic analysis, (ii) flexible base model (considering full soil-structure interaction) conducting equivalent linear dynamic analysis, and (iii) flexible base model performing fully nonlinear dynamic analysis. The results of the above mentioned three cases in terms of lateral storey deflections and inter-storey drifts are determined and compared with the experimental results of shaking table tests. Comparing the experimental results with the numerical analysis predictions, it is noted that equivalent linear method of dynamic analysis underestimates the inelastic seismic response of mid-rise moment resisting building frames resting on soft soils in comparison to the fully nonlinear dynamic analysis method. Thus, inelastic design procedure, using equivalent linear method, cannot adequately guarantee the structural safety for mid-rise building frames resting on soft soils. However, results obtained from the fully nonlinear method of analysis fit the experimental results reasonably well. Therefore, this method is recommended to be used by practicing engineers.

Transition of Domestic Corporate Symbol Mark - Chiefly Focusing on Portfolio of CI Specialized Companies - (국내 기업심볼마크의 변천 - CI 전문회사들의 포트폴리오를 중심으로 -)

  • Lee, Jae-Hyun
    • The Journal of the Korea Contents Association
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    • v.7 no.1
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    • pp.207-214
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    • 2007
  • Symbol mark started with expressing the symbolic form through the long history of human beings, in order to transmit self or group's life and thoughts, and since the Industrial Revolution, symbol mark has beer used for the business activities of enterprise, along with the acquirement of term 'CI'. The symbol mark design of A.E.G, designed by Peter Behrens in 1907 is the onset of symbol mark in the CI concept, and the concept of CI and symbol mark was introduced to our nation in the early of 1970s. Since then, until now, CI has reflected the phase of the times as a key factor of CI, while repeating numerous changes, and recently, it is a state that the expression methods of symbol mark have been varied with the popularization of trend, appealing to emotion in the whole society and culture. Accordingly, this thesis examines the corporate symbol mark through the portfolio of representative CI specializes companies from the introduction period of CI to the present, and analyze the features of the time in order to present the basis of the direction of symbol mark design for the creation of future corporate images.

Application Method of Image Restoration based on Augmented Reality to Museum Education (증강현실을 이용한 복원영상의 박물관 교육분야 활용방안)

  • Won, Kang-Sik
    • The Journal of the Korea Contents Association
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    • v.10 no.6
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    • pp.205-212
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    • 2010
  • Interest in the augmented reality is growing and increase of Smartphone is changing people's life style. The purpose of this study is to explore application method of image restoration based on augmented reality to museum education. Museum is the proper place that audience, including students could learn culture and history of past time. This study suggests that using smartphone application which is used by image restoration with augmented reality is efficient to museum audience's understanding and interest. A game design for domestic museums is planned. Smartphone application which is used by image restoration with augmented reality also could be utilized for exploring historic sites or enjoying local festivals.

Seismic Design and Analysis of Seismically Isolated KALIMER Reactor Structures (면진된 KALIMER 원자로 구조물의 내진설계 및 지진해석)

  • 이형연
    • Journal of the Earthquake Engineering Society of Korea
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    • v.3 no.1
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    • pp.75-92
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    • 1999
  • In this paper, the seismic analysis model for seismically isolated KALIMER reactor structures is developed and the modal analysis and the seismic time history analysis are carried out for seismic isolation and non-isolation cases. To check the seismic stress limit according to the ASME Code, the equivalent seismic stress analyses are preformed using the 3-D finite element model. From the seismic stress analysis, the seismic margins are calculated for structural members. The limit of seismic load is defined to show that the maximum input acceleration ensures the structural safety for seismic load. In comparison of seismic responses between seismic isolation and non-isolation cases, the seismic isolation design gives significantly reduced acceleration responses and relative displacements between structures. The seismic margin of KALIMER reactor structure is high enough to produce the limit seismic load 0.8g.

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The effects of foundation size on the seismic performance of buildings considering the soil-foundation-structure interaction

  • Nguyen, Quoc Van;Fatahi, Behzad;Hokmabadi, Aslan S.
    • Structural Engineering and Mechanics
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    • v.58 no.6
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    • pp.1045-1075
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    • 2016
  • Shallow footings are one of the most common types of foundations used to support mid-rise buildings in high risk seismic zones. Recent findings have revealed that the dynamic interaction between the soil, foundation, and the superstructure can influence the seismic response of the building during earthquakes. Accordingly, the properties of a foundation can alter the dynamic characteristics (natural frequency and damping) of the soil-foundation-structure system. In this paper the influence that shallow foundations have on the seismic response of a mid-rise moment resisting building is investigated. For this purpose, a fifteen storey moment resisting frame sitting on shallow footings with different sizes was simulated numerically using ABAQUS software. By adopting a direct calculation method, the numerical model can perform a fully nonlinear time history dynamic analysis to realistically simulate the dynamic behaviour of soil, foundation, and structure under seismic excitations. This three-dimensional numerical model accounts for the nonlinear behaviour of the soil medium and structural elements. Infinite boundary conditions were assigned to the numerical model to simulate free field boundaries, and appropriate contact elements capable of modelling sliding and separation between the foundation and soil elements are also considered. The influence of foundation size on the natural frequency of the system and structural response spectrum was also studied. The numerical results for cases of soil-foundation-structure systems with different sized foundations and fixed base conditions (excluding soil-foundation-structure interaction) in terms of lateral deformations, inter-storey drifts, rocking, and shear force distribution of the structure were then compared. Due to natural period lengthening, there was a significant reduction in the base shears when the size of the foundation was reduced. It was concluded that the size of a shallow foundation influences the dynamic characteristics and the seismic response of the building due to interaction between the soil, foundation, and structure, and therefore design engineer should carefully consider these parameters in order to ensure a safe and cost effective seismic design.

Development of Bench Tester for Designing the Passive Anti-Rolling Tanks (수동형 감요수조 설계를 위한 벤치테스터 개발)

  • Lew, Jae-Moon;Kim, Hyochul
    • Journal of the Society of Naval Architects of Korea
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    • v.52 no.6
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    • pp.452-459
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    • 2015
  • It is important to use bench test results in the design process of anti-rolling tanks. Traditional bench tester is usually designed to perform only roll motions about a fixed axis and relatively small so that the viscous effects may not be neglected. Novel bench tester which could adjust the motion center to realize the coupled motion of sway and roll has been devised and manufactured therefore, large scaled bench tester could be utilized for designing the passive anti-rolling tanks. The time history of the reference signal from the rotation sensor of the bench tester have been recorded and processed to determine the phase angle to derive the Response Amplitude Operator(RAO) of the stabilized ship. The breadth of ART tank model should be large up to 2 m to diminish viscous scale effect and the vertical position of the tank can be varied with the ship's center of motion. The periods and the amplitude of roll motion can be varied from 1.5 sec to 5 sec and up to ±20°, respectively. The components of the tester was expressed in three dimensional digital mockup (DMU) and assembled together in the CAD space. The final configuration of the bench tester has been determined by confirming the smooth operation of the moving parts without interference through the animation in CAD space. New analytic logic are introduced for the determination of hydrodynamic moment and phase difference due to fluid motion in ART and verified through the test. The developed bench tester is believed to be effective and accurate for the verification of stabilization effect of ART taking into the consideration of the sway effect in the design stage.